New PDF release: ACES - AUTOMATED COASTAL ENGINEERING SYSTEM - TECHNICAL

By David A. Leenknecht, Andre Szuwalski and Ann R. Sherlock

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Additional resources for ACES - AUTOMATED COASTAL ENGINEERING SYSTEM - TECHNICAL REFERENCE

Example text

PB(K, E)=~Pn(K)E n= Po+EP1+ E2P2+E3P3 (26) +... n-O . ‘( ; K, E)= ~6n(K)En =Eb, +E2b2+E3b3 (27) +,,, n-l () The series expansions for N and (cl/l because they are always smaller than ~ . ,. = o (29) Equation 28 also provides some useful initial information. With the wave height equal to zero (~ = O), uniform flow conditions exist as a result of the moving coordinate system. Further, it can be seen that: Yo=boo The term b O. is a constant The free surface Z to be determined boundary * (30) VO,,X=VOZZ=O later.

And de Vries, G. 1895. “On the Change of Form of Long Waves Advancing in a Rectangular Canal, and on a New Type of Long Stationary Waves,” Philosophy Magazine, Series 5, Vol. 39, pp. 422-443. Laitone, E. V. 1960. “The Second Approximation to Cnoidal and Solitary Waves,” Journal of Fluid Mechanics, Vol. 9, pp. 430-444. Shore Protection Manual. 1984. , US Army Engineer Waterways Experiment Station, Coastal Engineering Research Center, US Government Printing Office, Washington, DC, Chapter 2, pp.

Extremal Distributions ..................................................................................................... Probability Distribution Functions ........................................................................... Return Period ............................................................................................................. Confidence Intervals .................................................................................................. Probability of Wave Occurrence .....................................................................................

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ACES - AUTOMATED COASTAL ENGINEERING SYSTEM - TECHNICAL REFERENCE by David A. Leenknecht, Andre Szuwalski and Ann R. Sherlock


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